The impact of using fly ash, silica fume and calcium carbonate on the workability and compressive strength of mortar

被引:37
作者
Antoni [1 ]
Chandra, Lucky [1 ]
Hardjito, Djwantoro [1 ]
机构
[1] Petra Christian Univ, Jalan Siwalankerto 121-131, Surabaya 60236, Indonesia
来源
CIVIL ENGINEERING INNOVATION FOR A SUSTAINABLE | 2015年 / 125卷
关键词
fly ash; silica fume; calcium carbonate; compressive strength; workability;
D O I
10.1016/j.proeng.2015.11.132
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Pozzolanic materials and calcium carbonate can be used to partially replace the use of cement in making mortar or concrete without altering the rheological properties of the fresh mixture. This study focuses on the use of fly ash in the range of 0-30%, silica fume 0-10% and calcium carbonate 0-15% of the cement content, by mass. The workability of the fresh mortar was evaluated and the compressive strength of hardened mortar were measured at the ages of 7, 14, 28 and 56 days. Test results show that increasing partial replacement of cement with fly ash increased the workability and compressive strength of mortar. The use of silica fume reduces the workability of the fresh mortar, and thus requires the addition of superplasticizer to improve the workability. Finer particle size of calcium carbonate also increase workability. The addition of calcium carbonate resulted in higher early strength, whereas the Strength Activity Index (SAI) values slightly reduced with age. (C) 2015 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:773 / 779
页数:7
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